Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

PHASE A – ALTERNATIVES ANALYSIS REPORTMajor Drainageway Planning Update for Hidden Lake-Bates LakeTable B-5EPA SWMM Output FileEPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.009)--------------------------------------------------------------****************Analysis Options****************Flow Units ............... CFSFlow Routing Method ...... KINWAVEStarting Date ............ JAN-01-2005 00:00:00Ending Date .............. JAN-01-2005 12:00:00Antecedent Dry Days ...... 0.0Report Time Step ......... 00:05:00Routing Time Step ........ 300.00 sec*************Element Count*************Number of rain gages ...... 0Number of subcatchments ... 0Number of nodes ........... 28Number of links ........... 37Number of pollutants ...... 0Number of land uses ....... 0************Node Summary************Invert Max. Ponded ExternalName Type Elev. Depth Area Inflow------------------------------------------------------------------------------104 JUNCTION 5294.00 15.00 0113 JUNCTION 5223.00 8.00 0206 JUNCTION 5254.00 10.00 0111 JUNCTION 5281.00 15.00 0117 JUNCTION 5212.00 6.00 0115 JUNCTION 5222.00 20.80 0208 JUNCTION 5242.00 4.00 0118 OUTFALL 5200.00 6.00 0205 OUTFALL 5250.00 3.00 0210 OUTFALL 5262.00 5.00 0209 OUTFALL 5236.00 4.00 0207 DIVIDER 5245.00 18.00 0204 DIVIDER 5259.00 12.00 0203 DIVIDER 5265.00 10.00 0102 DIVIDER 5402.50 5.00 0101 DIVIDER 5464.50 5.00 0103 DIVIDER 5328.00 5.00 0H5 DIVIDER 5323.00 5.00 0H7 DIVIDER 5386.00 5.00 0B1 DIVIDER 5341.75 5.00 0201 DIVIDER 5326.00 5.00 0105 DIVIDER 5325.50 5.00 0B6 DIVIDER 5289.50 5.00 0112 DIVIDER 5263.00 15.00 0110 STORAGE 5274.00 100.00 0114 STORAGE 5201.00 31.50 0116 STORAGE 5211.58 10.00 0200 STORAGE 5226.00 100.00 0************Link Summary************Name From Node To Node Type Length %Slope N------------------------------------------------------------------------------------------1000 101 102 CONDUIT 3250 1.9077 0.02001001 102 103 CONDUIT 2500 2.9800 0.02001002 103 104 CONDUIT 2450 1.3878 0.02001003 H5 104 CONDUIT 2900 1.0000 0.02001005 105 104 CONDUIT 1950 1.6154 0.02001004 H7 105 CONDUIT 3150 1.9206 0.02001006 104 110 CONDUIT 700 2.8571 0.04401011 112 113 CONDUIT 1300 3.0769 0.02001013 113 116 CONDUIT 450 2.5378 0.02002010 207 114 CONDUIT 300 13.3333 0.04402007 B6 207 CONDUIT 3100 1.4355 0.02002006 206 207 CONDUIT 800 0.1250 0.04402005 204 206 CONDUIT 1800 0.6667 0.04402003 203 204 CONDUIT 1200 0.3333 0.04401010 111 112 CONDUIT 2300 0.7826 0.04401015 117 118 CONDUIT 650 1.8462 0.04401014 115 118 CONDUIT 1950 1.1282 0.04402004 204 205 CONDUIT 1400 0.6429 0.02002002 203 210 CONDUIT 950 0.3158 0.02002001 201 203 CONDUIT 2950 2.0678 0.02002000 B1 200 CONDUIT 1300 8.9038 0.02002008 207 208 CONDUIT 950 0.3158 0.02002009 208 209 CONDUIT 400 1.5000 0.04401000A 101 102 CONDUIT 3250 1.9077 0.02001001A 102 103 CONDUIT 2500 2.9800 0.02001002A 103 104 CONDUIT 2450 1.3878 0.02001003A H5 104 CONDUIT 2900 1.0000 0.02001004A H7 105 CONDUIT 3150 1.9206 0.02001005A 105 104 CONDUIT 1950 1.6154 0.02002000A B1 200 CONDUIT 1300 8.9038 0.02002001A 201 203 CONDUIT 2950 2.0678 0.02002007A B6 207 CONDUIT 3100 1.4355 0.02001011A 112 113 CONDUIT 1300 3.0769 0.02002 116 117 OUTLET3 114 115 OUTLET4 200 201 OUTLET1 110 111 OUTLET*********************Cross Section Summary